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ER-87496 World Shelters 550 South G St., Suite 3 Arcata, CA 95521 USA Telephone: +1-707-822-6600 Email: info @ worldshelters.org U-Dome 200 Dome Shelter Engineering Report: Dome Structure 30 October 2009 Page 1 of 30

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  • ER-87496

    World Shelters 550 South G St., Suite 3

    Arcata, CA 95521 USA

    Telephone: +1-707-822-6600 Email: info @ worldshelters.org

    U-Dome 200

    Dome Shelter

    Engineering Report:

    Dome Structure 30 October 2009

    Page 1 of 30

  • engineering review i n t e r n a t i o n a l

    2388 Golf Course Rd, Bayside, CA 95524; phone 707.496-4893; fax 775.514.6382

    [email protected]; www.engreview.com

    1.0 Introduction This report summarizes analysis results of a 16 ft (4.8 m) diameter x 11 ft 10 inch (3.6 m) tall dome. The lower wall is nearly 3 ft 10 inches (1.17 m) tall and the upper dome is a 2 frequency icosahedron. The enclosed area in plan is some 200 ft2 (18 m2).

    The dome material is made of flame retardant 5 mm thick corrugated polypropylene panels connected with nylon fasteners. Checking of the actual foundation and fasteners is beyond the scope of this report but a minimum fastener load capacity is provided for the design capacity loads.

    2.0 Summary The materials used for construction of the dome are not defined in the 2006 International Building Code (2006 IBC) so testing of panel strength and deflection has been performed to use in the analysis. The limiting environmental loads have been determined to provide a 1.9 safety factor against panel buckling. Individual panel segments may deflect to the interior side up to 6” during capacity loading but still maintain significant load capability during high wind loading.

    Resulting capacities of the system are:

    Roof Live /Snow load: 12 psf.

    Wind load: - Exposure B locations 90 mph (145 km/hr) 3 second gust (Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger – within 1,500 ft (457 m) upwind).

    -Exposure C locations 74 mph (119 km/hr) 3 second gust (Open terrain with scattered obstructions having heights generally less than 30 feet (9.1 m). This category includes flat open country, grasslands, and all water surfaces in hurricane-prone regions).

    The foundation attachment at each corner (10 total locations) must be able to withstand 167 lbs (76 kg) uplift and 95 lbs (43 kg) lateral.

    3.0 Input Data Documentation provided by World Shelters to conduct the structure analysis includes:

    1. Panel construction of 5mm Polypropylene co-polymer with a density of 90 g/cc, tensile strength at yield of 4000 psi and elongation at yield of 10%.

    Assumptions made by Engineering Review International include:

    1. U-domes are not placed adjacent to the top of escarpments, hills or ridges that could result in increased wind loading.

    2. A safety factor of 1.9 against panel buckling has been used to determine dome loading capacities of live/snow and wind.

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  • engineering review i n t e r n a t i o n a l

    2388 Golf Course Rd, Bayside, CA 95524; phone 707.496-4893; fax 775.514.6382

    [email protected]; www.engreview.com

    3. With a total self weight of structure less than 200 lbs, earthquake loads will not govern.

    4.0 Loading Using methods from the 2006 IBC, the structure is checked for a 90 mph 3 second gust wind speed for wind exposure B. Wind loading on the dome surface is approximated using ASCE Standard 7-05 and specifically figure 6-7 for domed roofs. A roof live/snow load capacity of 12 psf is determined.

    The loading conditions modeled for the steel structure include:

    10. D Dead

    11. D + Lr/S Dead + Roof Live/Roof Snow load of 12 psf

    12. D + W Dead + Wind for 90 mph exp B

    5.0 System Analysis The analysis is completed using the program Spacegass which is described in Appendix B. A summary of the analysis model is included in Appendix C. The dome is modeled with panel elements connected to the folded beam elements made of the same material as the panels. The beam element moments are released at the ends. In this finite element model, non linear affects of large displacements are accounted for. Global buckling values exceed 12 so local plate buckling controls.

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  • engineering review i n t e r n a t i o n a l

    2388 Golf Course Rd, Bayside, CA 95524; phone 707.496-4893; fax 775.514.6382

    [email protected]; www.engreview.com

    Appendix A Calculations:

    Loads

    Material Property Test

    Panel Stress Plots

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  • SPACE GASS 10.72a - C:\Users\staples\Documents\ERi\39-World Shelters\87496 U Dome 200\5 Computer Models\UD200-01.SG

    Sections:1 5mm beam3 5mm beam

    Materials:1 Poly Prop Std

    Load case 10 - DVon Mises Stress:

    0.23Psi0.86Psi1.48Psi2.11Psi2.74Psi3.37Psi4.00Psi4.63Psi5.26Psi

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  • SPACE GASS 10.72a - C:\Users\staples\Documents\ERi\39-World Shelters\87496 U Dome 200\5 Computer Models\UD200-01.SG

    Sections:1 5mm beam3 5mm beam

    Materials:1 Poly Prop Std

    Load case 11 - D+LrVon Mises Stress:

    2.58Psi39.22Psi75.86Psi112.51Psi149.15Psi185.80Psi222.44Psi259.08Psi295.73Psi

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  • SPACE GASS 10.72a - C:\Users\staples\Documents\ERi\39-World Shelters\87496 U Dome 200\5 Computer Models\UD200-01.SG

    Sections:1 5mm beam3 5mm beam

    Materials:1 Poly Prop Std

    Load case 12 - D+Wx90Von Mises Stress:

    4.31Psi57.17Psi110.03Psi162.89Psi215.75Psi268.61Psi321.47Psi374.33Psi427.19Psi

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  • engineering review i n t e r n a t i o n a l

    2388 Golf Course Rd, Bayside, CA 95524; phone 707.496-4893; fax 775.514.6382

    [email protected]; www.engreview.com

    Appendix B Analysis Program description - SPACEGASS

    TITLE: 3D or 2D general frame analysis and steel design. ACCESSIBILITY: Any computer running Windows 95, 98, NT, 2000 or ME.

    MAINTENANCE: Integrated Technical Software

    CAPABILITY: Analyses 3 dimensional frames with straight prismatic members. Capacity is theoretically unlimited but depends on the available memory in the computer. Units may be any consistent set. Input methods include graphical input, datasheet input, free format text file input, standard structure input and CAD input.

    Features include linear and non-linear static analysis, dynamic frequency analysis, dynamic response analysis, buckling analysis, master-slave constraints, tension-only members, compression-only members, cable members, 3D member offsets, extensive data generation facilities, non-sequential numbering, automatic re-numbering, elastic supports, complete or partial member end fixity, comprehensive data checking for inconsistencies and instabilities and wavefront analysis method with wavefront optimizer.

    Permissible loading conditions include any combination of concentrated and distributed forces and moments on nodes and members, thermal loads, self weight, and prescribed node displacements. Numerous primary and combination load cases can be analyzed in a single run. Frames or sub-frames can be moved, rotated, copied or mirrored. Section and material properties can be input manually or can be read directly from a library. Data can be transferred into or from a CAD program such as AutoCAD via DXF files.

    Integrated steel member design modules for the latest codes including AISC-LRFD (17), AISC-ASD (16), EUROCODE 3 (18), AS1250 (3), AS4100 (4), SABS0162 (5), BS5950 (6), NZS3404 (7), AS3990 (11) and AS/NZS4600 (13). Selected members or the entire frame can be designed or checked in accordance with the appropriate code.

    Integrated steel connection design and drafting module for AS4100 (4). Connections can be designed and connection drawings can be viewed, printed or exported to DXF files.

    Integrated concrete design module for AS3600 (14). Selected members or the entire frame can be designed or checked in accordance with the code.

    INPUT: Node coordinates, member connectivity and fixity, node restraints, section and material properties, master-slave constraints, member offsets, node loads, prescribed displacements, member concentrated and distributed loads, self weight, combination load cases, load case titles, lumped masses, dynamic response spectra, steel member design data, steel connection design data and concrete design data.

    OUTPUT: Printout of all input data plus displacements, forces, moments, reactions, stresses, equilibrium summary, bill of materials, centre of gravity coordinates, dynamic

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    2388 Golf Course Rd, Bayside, CA 95524; phone 707.496-4893; fax 775.514.6382

    [email protected]; www.engreview.com

    natural frequencies and mode shapes, buckling load factors and member effective lengths, steel member design results, steel connection design results and concrete design results. Output can be chosen selectively and can be limited to user defined nodes, members, load cases, member design groups and connections. Results envelopes can be produced. Deflections, forces and moments can be output at numerous points along members (not just at the end nodes). Graphical output on screen, printer or plotter includes the frame geometry, loading diagrams, deformed geometry, bending moment diagrams, shear force diagrams, axial force diagrams, stress diagrams, dynamic mode shapes, buckling mode shapes, 3D full member geometry with hidden line removal, steel connection drawings, concrete column interaction diagrams.

    METHOD: Stiffness analysis method using wavefront equation solver with optimization.

    LANGUAGE: Fortran and C.

    AUTHORS: Integrated Technical Software

    DOCUMENTATION: Comprehensive user manual with worked examples.

    INFORMATION: www.spacegass.com

    ABSTRACT BY: Integrated Technical Software

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  • engineering review i n t e r n a t i o n a l

    2388 Golf Course Rd, Bayside, CA 95524; phone 707.496-4893; fax 775.514.6382

    [email protected]; www.engreview.com

    Appendix C

    Spacegass Models, UD200-01.sg

    Model images with property and support node number locations

    Model deflected shape for Wind

    Input/Output Summary of Model

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  • SPACE GASS 10.72a - C:\Users\staples\Documents\ERi\39-World Shelters\87496 U Dome 200\5 Computer Models\UD200-01.SG

    Sections:1 5mm beam3 5mm beam

    Materials:1 Poly Prop Std

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  • SPACE GASS 10.72a - ENGINEERING REVIEW INTERNATIONAL 30 Oct 2009, 4:01 pm

    Support Node Numbers

    XY

    Z

    (-30,30)

    Sections:3 5mm beam

    Materials:1 Poly Prop Std

    1000

    1001

    1002

    1003

    1004

    1005

    1006

    10071008

    1009

    1010

    1011

    1012

    1013

    1014

    1015

    1016

    1017

    1018

    1019

    1020

    1021

    1022

    1023

    1024

    1025

    1026

    1027

    1028

    1029

    No general restraint

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  • SPACE GASS 10.72a - ENGINEERING REVIEW INTERNATIONAL 30 Oct 2009, 3:24 pm

    Wind Deflection

    Job: C:\Users\staples\Documents\ERi\39-World Shel...\5 Computer Models\UD200-01Units - Len: in, Sec: in, Mat: Psi, Dens: lb/in^3, Temp: Fahrenheit, Force: lb, Mom: lbin, Mass: lb, Acc: g's, Trans: in, Stress: PsiScales - Frame: 1:35, Load: None, Disp: 1, Moment: None, Shear: None, Axial: None, Torsion: None

    XY

    Z

    (-30,30)

    Sections:1 5mm beam 3 5mm beam

    Materials:1 Poly Prop Std No general restraint

    Load cases:12 (SW) D+Wx90

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  • SPACE GASS 10.72a - ENGINEERING REVIEW INTERNATIONALJob: C:\Users\staples\Documents\ERi\39-World Shelt...\5 Computer Models\UD200-01Designer: Date: 30 Oct 2009, 4:03 PM Page: 1

    ANALYSIS STATUS REPORT----------------------

    Job name ...... UD200-01Location ...... C:\Users\staples\Documents\ERi\39-World Shelters\87496 U Do...

    Length units ......................... inSection property units ............... inMaterial strength units .............. PsiMass density units ................... lb/in^3Temperature units .................... FahrenheitForce units .......................... lbMoment units ......................... lbinMass units ........................... lbAcceleration units ................... g'sTranslation units .................... inStress units ......................... Psi

    Nodes ................................ 967 (32765)Members .............................. 364 (32765)Plates ............................... 1580 (32765)Restrained nodes ..................... 30 (32765)Nodes with spring restraints ......... 0 (32765)Section properties ................... 3 ( 999)Material properties .................. 1 ( 999)Constrained nodes .................... 0 (32765)Member offsets ....................... 0 (32765)

    Node loads ........................... 0 (32765)Prescribed node displacements ........ 0 (32765)Member concentrated loads ............ 0 (32765)Member distributed forces ............ 0 (32765)Member distributed torsions .......... 0 (32765)Thermal loads ........................ 0 (32765)Member prestress loads ............... 0 (32765)Plate pressure loads ................. 3156 (32765)Self weight load cases ............... 1 ( 999)Combination load cases ............... 3 ( 999)Load cases with titles ............... 7 ( 999)Lumped masses ........................ 0 (32765)Spectral load cases .................. 0 ( 999)

    Static analysis ...................... YDynamic analysis ..................... NResponse analysis .................... NBuckling analysis .................... YIll-conditioned ...................... NNon-linear convergence ............... YFrontwidth ........................... 498Total degrees of freedom ............. 5646Static load cases .................... 3 ( 999)Mass load cases ...................... 1 ( 999)

    STEEL DESIGN STATUS REPORT--------------------------

    Members with design data ............. 66 (32765)Member design or check ............... C AISC-ASD

    Connections with design data ......... 0 (32765)Connection design .................... N

    NODE COORDINATES (in)----------------

    X Y Z Node Coord Coord Coord

    1 50.47 0.00 81.66 2 66.07 48.00 50.47 3 15.60 48.00 81.66 4 0.00 0.00 96.00 5 26.53 81.66 42.93 6 -25.24 77.67 50.47 7 -40.83 29.67 81.66 8 -69.47 50.47 42.93 9 -81.66 0.00 50.47 10 -40.83 -29.67 81.66 11 -69.47 -50.47 42.93 12 -25.24 -77.67 50.47 13 15.60 -48.00 81.66 14 26.53 -81.66 42.93 15 66.07 -48.00 50.47 16 85.86 0.00 42.93 17 56.43 77.67 0.00 18 91.30 29.67 0.00 19 -56.43 77.67 0.00 20 0.00 96.00 0.00 21 -91.30 -29.67 0.00 22 -91.30 29.67 0.00 23 0.00 -96.00 0.00 24 -56.43 -77.67 0.00 25 91.30 -29.67 0.00 26 56.43 -77.67 0.00 37 -20.42 -14.83 88.83 38 -30.62 -22.25 85.25 39 -20.42 14.83 88.83 40 -40.83 -19.78 81.66 41 7.80 24.00 88.83 42 -30.62 -12.36 85.25 43 25.24 0.00 88.83 44 -30.62 22.25 85.25 45 7.80 -24.00 88.83 46 -31.43 32.72 81.66 47 -54.44 19.78 71.27 48 -40.83 9.89 81.66 49 -54.44 0.00 71.27 50 -68.05 9.89 60.87 51 -68.05 -9.89 60.87 52 -40.83 -9.89 81.66 53 -54.44 -19.78 71.27 54 -61.25 -14.83 66.07 55 -55.15 -40.07 62.30 56 -75.56 -25.24 46.70 57 -47.35 -64.07 46.70 58 -33.03 -53.67 66.07 59 -35.63 -45.67 71.27 60 -22.02 -35.78 81.66

    X Y Z Node Coord Coord Coord

    61 -16.82 -51.78 71.27 62 -30.43 -61.67 60.87 63 -11.62 -67.78 60.87 64 -3.21 -41.89 81.66 65 1.99 -57.89 71.27 66 32.42 -48.00 71.27 67 27.22 -32.00 81.66 68 44.04 -32.00 71.27 69 49.24 -48.00 60.87 70 60.87 -32.00 60.87 71 38.85 -16.00 81.66 72 55.67 -16.00 71.27 73 55.67 16.00 71.27 74 38.85 16.00 81.66 75 44.04 32.00 71.27 76 60.87 32.00 60.87 77 49.24 48.00 60.87 78 27.22 32.00 81.66 79 32.42 48.00 71.27 80 1.99 57.89 71.27 81 -3.21 41.89 81.66 82 -16.82 51.78 71.27 83 -11.62 67.78 60.87 84 -30.43 61.67 60.87 85 -22.02 35.78 81.66 86 -35.63 45.67 71.27 87 -55.15 40.07 62.30 88 -61.25 14.83 66.07 89 -75.56 25.24 46.70 90 0.65 -79.66 46.70 91 -4.82 -62.83 66.07 92 21.06 -64.83 62.30 93 40.83 -48.00 66.07 94 46.30 -64.83 46.70 95 75.97 -24.00 46.70 96 58.27 -24.00 66.07 97 68.17 0.00 62.30 98 58.27 24.00 66.07 99 75.97 24.00 46.70 100 46.30 64.83 46.70 101 40.83 48.00 66.07 102 21.06 64.83 62.30 103 -4.82 62.83 66.07 104 0.65 79.66 46.70 105 -47.35 64.07 46.70 106 -33.03 53.67 66.07 107 28.21 -86.83 0.00 108 13.27 -88.83 21.47 109 41.48 -79.66 21.47 110 -21.22 25.30 85.25 111 62.85 -57.89 33.65 112 74.48 -41.89 33.65 113 71.27 -51.78 16.82 114 59.64 -67.78 16.82 115 68.05 -61.67 0.00 116 82.89 -35.78 16.82 117 79.68 -45.67 0.00 118 88.58 -14.83 21.47 119 78.68 -38.83 25.24 120 91.30 0.00 0.00 121 88.58 14.83 21.47 122 11.70 36.00 85.25 123 74.48 41.89 33.65 124 62.85 57.89 33.65 125 71.27 51.78 16.82 126 82.89 35.78 16.82 127 79.68 45.67 0.00 128 59.64 67.78 16.82 129 68.05 61.67 0.00 130 41.48 79.66 21.47 131 61.25 62.83 25.24 132 28.21 86.83 0.00 133 13.27 88.83 21.47 134 21.41 40.00 81.66 135 -16.82 83.78 33.65 136 -35.63 77.67 33.65 137 -27.22 83.78 16.82 138 -8.41 89.89 16.82 139 -18.81 89.89 0.00 140 -46.03 77.67 16.82 141 -37.62 83.78 0.00 142 -62.95 64.07 21.47 143 -40.83 77.67 25.24 144 -73.86 53.67 0.00 145 -80.38 40.07 21.47 146 17.51 28.00 85.25 147 -84.88 9.89 33.65 148 -84.88 -9.89 33.65 149 -88.09 0.00 16.82 150 -88.09 19.78 16.82 151 -91.30 9.89 0.00 152 -88.09 -19.78 16.82 153 -91.30 -9.89 0.00 154 -86.48 -14.83 25.24 155 -80.38 -40.07 21.47 156 -62.95 -64.07 21.47 157 -73.86 -53.67 0.00 158 37.85 0.00 85.25 159 -37.62 -83.78 0.00 160 -46.03 -77.67 16.82 161 -27.22 -83.78 16.82 162 -18.81 -89.89 0.00 163 -8.41 -89.89 16.82 164 -35.63 -77.67 33.65 165 -16.82 -83.78 33.65 166 -12.62 -86.83 25.24 168 -37.62 -83.78 -23.00 169 -56.43 -77.67 -23.00 171 -18.81 -89.89 -23.00 172 0.00 -96.00 -23.00 174 18.81 -89.89 -23.00 176 37.62 -83.78 -23.00 177 56.43 -77.67 -23.00 178 18.81 -89.89 0.00 179 37.62 -83.78 0.00 181 68.05 -61.67 -23.00 183 79.68 -45.67 -23.00

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  • SPACE GASS 10.72a - ENGINEERING REVIEW INTERNATIONALJob: C:\Users\staples\Documents\ERi\39-World Shelt...\5 Computer Models\UD200-01Designer: Date: 30 Oct 2009, 4:03 PM Page: 2

    X Y Z Node Coord Coord Coord

    184 91.30 -29.67 -23.00 186 91.30 -9.89 -23.00 188 91.30 9.89 -23.00 189 91.30 29.67 -23.00 190 91.30 -9.89 0.00 191 91.30 9.89 0.00 193 79.68 45.67 -23.00 195 68.05 61.67 -23.00 196 56.43 77.67 -23.00 198 37.62 83.78 -23.00 200 18.81 89.89 -23.00 201 0.00 96.00 -23.00 202 37.62 83.78 0.00 203 18.81 89.89 0.00 205 -18.81 89.89 -23.00 207 -37.62 83.78 -23.00 208 -56.43 77.67 -23.00 210 -68.05 61.67 -23.00 212 -79.68 45.67 -23.00 213 -91.30 29.67 -23.00 214 -68.05 61.67 0.00 215 -79.68 45.67 0.00 217 -91.30 9.89 -23.00 219 -91.30 -9.89 -23.00 220 -91.30 -29.67 -23.00 222 -79.68 -45.67 -23.00 224 -68.05 -61.67 -23.00 225 -79.68 -45.67 0.00 226 -68.05 -61.67 0.00 227 0.00 0.00 0.00 228 44.66 -8.00 81.66 229 32.04 -8.00 85.25 230 11.70 -36.00 85.25 231 6.19 -44.94 81.66 232 2.29 -32.94 85.25 233 -47.64 24.72 76.46 234 -40.83 19.78 81.66 235 -47.64 14.83 76.46 236 -47.64 -24.72 76.46 237 -45.60 -33.13 75.21 238 -52.41 -28.19 70.01 239 -59.21 -23.24 64.81 240 -50.38 -36.60 68.75 241 -57.18 -31.66 63.55 242 -62.09 -55.00 44.19 243 -64.69 -47.00 49.39 244 -57.32 -51.54 50.64 245 -54.72 -59.54 45.45 246 -49.95 -56.07 51.90 247 -59.92 -43.54 55.84 248 -52.55 -48.07 57.10 249 -38.23 -37.67 76.46 250 -31.43 -32.72 81.66 251 -28.83 -40.72 76.46 252 24.01 -48.00 76.46 253 21.41 -40.00 81.66 254 29.82 -40.00 76.46 255 53.07 8.00 76.46 256 44.66 8.00 81.66 257 47.26 16.00 76.46 258 8.79 52.94 76.46 259 6.19 44.94 81.66 260 -0.61 49.89 76.46 261 -45.60 33.13 75.21 262 -52.41 28.19 70.01 263 -50.38 36.60 68.75 264 -57.18 31.66 63.55 265 -59.21 23.24 64.81 266 -16.61 -78.33 49.21 267 -18.43 -72.72 55.67 268 -9.80 -73.39 54.41 269 -7.98 -79.00 47.96 270 -1.17 -74.05 53.16 271 -3.00 -68.44 59.61 272 17.42 -53.61 75.21 273 25.83 -53.61 70.01 274 19.24 -59.22 68.75 275 27.65 -59.22 63.55 276 34.24 -53.61 64.81 277 69.37 -40.00 49.21 278 63.47 -40.00 55.67 279 66.77 -32.00 54.41 280 72.67 -32.00 47.96 281 70.07 -24.00 53.16 282 64.17 -24.00 59.61 283 56.37 0.00 75.21 284 58.97 8.00 70.01 285 62.27 0.00 68.75 286 64.87 8.00 63.55 287 61.57 16.00 64.81 288 59.48 53.61 49.21 289 57.65 48.00 55.67 290 51.07 53.61 54.41 291 52.89 59.22 47.96 292 44.48 59.22 53.16 293 42.65 53.61 59.61 294 17.42 53.61 75.21 295 10.61 58.55 70.01 296 19.24 59.22 68.75 297 12.44 64.17 63.55 298 3.81 63.50 64.81 299 -32.61 73.13 49.21 300 -27.83 69.67 55.67 301 -35.21 65.13 54.41 302 -39.98 68.60 47.96 303 -42.58 60.60 53.16 304 -37.81 57.13 59.61 305 9.40 -92.94 0.00 306 4.42 -93.61 7.16 307 13.83 -90.55 7.16 308 23.23 -87.50 7.16 309 8.84 -91.22 14.31 310 18.25 -88.17 14.31 311 31.52 -81.00 35.78 312 33.12 -76.05 44.19 313 38.10 -75.39 37.03 314 36.50 -80.33 28.62

    X Y Z Node Coord Coord Coord

    315 43.09 -74.72 29.88 316 39.71 -70.44 45.45 317 44.69 -69.78 38.29 318 64.46 -52.94 42.06 319 70.27 -44.94 42.06 320 68.67 -49.89 33.65 321 90.40 -24.72 7.16 322 87.10 -32.72 8.41 323 86.19 -27.78 15.57 324 89.49 -19.78 14.31 325 85.28 -22.83 22.72 326 81.98 -30.83 23.98 327 91.30 -19.78 0.00 328 90.40 -14.83 7.16 329 90.40 -4.94 7.16 330 89.49 -9.89 14.31 331 86.77 4.94 35.78 332 82.57 8.00 44.19 333 83.47 12.94 37.03 334 87.68 9.89 28.62 335 84.38 17.89 29.88 336 79.27 16.00 45.45 337 80.17 20.94 38.29 338 70.27 44.94 42.06 339 64.46 52.94 42.06 340 68.67 49.89 33.65 341 51.45 78.33 7.16 342 58.03 72.72 8.41 343 53.05 73.39 15.57 344 46.46 79.00 14.31 345 48.07 74.05 22.72 346 54.66 68.44 23.98 347 47.02 80.72 0.00 348 42.04 81.39 7.16 349 32.64 84.44 7.16 350 37.06 82.05 14.31 351 22.11 84.05 35.78 352 17.91 81.00 44.19 353 13.48 83.39 37.03 354 17.69 86.44 28.62 355 9.06 85.78 29.88 356 9.28 80.33 45.45 357 4.86 82.72 38.29 358 -21.03 80.72 42.06 359 -30.43 77.67 42.06 360 -26.23 80.72 33.65 361 -58.60 73.13 7.16 362 -51.23 77.67 8.41 363 -53.40 73.13 15.57 364 -60.77 68.60 14.31 365 -55.57 68.60 22.72 366 -48.20 73.13 23.98 367 -62.24 69.67 0.00 368 -64.41 65.13 7.16 369 -70.23 57.13 7.16 370 -66.59 60.60 14.31 371 -73.11 47.00 35.78 372 -71.50 42.06 44.19 373 -75.14 38.59 37.03 374 -76.74 43.54 28.62 375 -78.78 35.12 29.88 376 -73.53 33.65 45.45 377 -77.17 30.18 38.29 378 -83.27 4.94 42.06 379 -83.27 -4.94 42.06 380 -84.88 0.00 33.65 381 -79.63 -8.41 49.21 382 -81.24 -13.36 40.80 383 -82.84 -18.30 32.39 384 -77.60 -16.82 47.96 385 -79.20 -21.77 39.55 386 -73.11 -47.00 35.78 387 -67.29 -55.00 35.78 388 -70.93 -51.54 28.62 389 -76.74 -43.54 28.62 390 -74.57 -48.07 21.47 391 -65.12 -59.54 28.62 392 -68.76 -56.07 21.47 393 -51.23 -77.67 8.41 394 -59.69 -70.87 10.73 395 -54.49 -70.87 19.14 396 -47.02 -80.72 0.00 397 -41.82 -80.72 8.41 398 -21.03 -80.72 42.06 399 -12.40 -81.39 40.80 400 -8.20 -84.44 32.39 401 -3.77 -82.05 39.55 402 -47.02 -80.72 -46.00 403 -47.02 -80.72 -34.50 404 -56.43 -77.67 -34.50 405 -37.62 -83.78 -34.50 406 -47.02 -80.72 -23.00 407 9.40 -92.94 -46.00 408 9.40 -92.94 -34.50 409 0.00 -96.00 -34.50 410 18.81 -89.89 -34.50 411 9.40 -92.94 -23.00 412 62.24 -69.67 -46.00 413 62.24 -69.67 -34.50 414 56.43 -77.67 -34.50 415 68.05 -61.67 -34.50 416 62.24 -69.67 -23.00 417 91.30 -19.78 -46.00 418 91.30 -19.78 -34.50 419 91.30 -29.67 -34.50 420 91.30 -9.89 -34.50 421 91.30 -19.78 -23.00 422 85.49 37.67 -46.00 423 85.49 37.67 -34.50 424 91.30 29.67 -34.50 425 79.68 45.67 -34.50 426 85.49 37.67 -23.00 427 47.02 80.72 -46.00 428 47.02 80.72 -34.50 429 56.43 77.67 -34.50 430 37.62 83.78 -34.50 431 47.02 80.72 -23.00

    Page 18 of 30

  • SPACE GASS 10.72a - ENGINEERING REVIEW INTERNATIONALJob: C:\Users\staples\Documents\ERi\39-World Shelt...\5 Computer Models\UD200-01Designer: Date: 30 Oct 2009, 4:03 PM Page: 3

    X Y Z Node Coord Coord Coord

    432 -9.40 92.94 -46.00 433 -9.40 92.94 -34.50 434 0.00 96.00 -34.50 435 -18.81 89.89 -34.50 436 -9.40 92.94 -23.00 437 -62.24 69.67 -46.00 438 -62.24 69.67 -34.50 439 -56.43 77.67 -34.50 440 -68.05 61.67 -34.50 441 -62.24 69.67 -23.00 442 -91.30 19.78 -46.00 443 -91.30 19.78 -34.50 444 -91.30 29.67 -34.50 445 -91.30 9.89 -34.50 446 -91.30 19.78 -23.00 447 -85.49 -37.67 -46.00 448 -85.49 -37.67 -34.50 449 -91.30 -29.67 -34.50 450 -79.68 -45.67 -34.50 451 -85.49 -37.67 -23.00 452 -30.62 12.36 85.25 453 -30.62 0.00 85.25 454 -20.42 0.00 88.83 455 -40.83 0.00 81.66 456 -13.61 -9.89 91.22 457 -20.42 -4.94 88.83 458 -13.61 0.00 91.22 459 -6.81 -4.94 93.61 460 -6.81 4.94 93.61 461 -20.42 4.94 88.83 462 -13.61 9.89 91.22 463 2.29 32.94 85.25 464 -9.46 29.12 85.25 465 -6.31 19.42 88.83 466 -12.62 38.83 81.66 467 -11.01 17.89 88.83 468 -4.21 12.94 91.22 469 2.60 8.00 93.61 470 -1.61 20.94 88.83 471 5.20 16.00 91.22 472 32.04 8.00 85.25 473 24.77 18.00 85.25 474 16.52 12.00 88.83 475 33.03 24.00 81.66 476 13.61 16.00 88.83 477 11.01 8.00 91.22 478 8.41 0.00 93.61 479 19.42 8.00 88.83 480 16.82 0.00 91.22 481 16.52 -12.00 88.83 482 24.77 -18.00 85.25 483 17.51 -28.00 85.25 484 33.03 -24.00 81.66 485 19.42 -8.00 88.83 486 11.01 -8.00 91.22 487 2.60 -8.00 93.61 488 13.61 -16.00 88.83 489 5.20 -16.00 91.22 490 -6.31 -19.42 88.83 491 -9.46 -29.12 85.25 492 -21.22 -25.30 85.25 493 -12.62 -38.83 81.66 494 -1.61 -20.94 88.83 495 -4.21 -12.94 91.22 496 -11.01 -17.89 88.83 497 -47.64 4.94 76.46 498 -54.44 9.89 71.27 499 -61.25 4.94 66.07 500 -61.25 -4.94 66.07 501 -68.05 0.00 60.87 502 -74.86 4.94 55.67 503 -74.86 -4.94 55.67 504 -47.64 -4.94 76.46 505 -47.64 -14.83 76.46 506 -54.44 -9.89 71.27 507 -68.76 -30.18 51.90 508 -70.79 -21.77 53.16 509 -63.99 -26.71 58.36 510 -61.95 -35.12 57.10 511 -66.02 -18.30 59.61 512 -72.82 -13.36 54.41 513 -66.73 -38.59 50.64 514 -73.53 -33.65 45.45 515 -71.50 -42.06 44.19 516 -40.41 -49.13 64.81 517 -37.81 -57.13 59.61 518 -45.18 -52.60 58.36 519 -47.78 -44.60 63.55 520 -42.58 -60.60 53.16 521 -39.98 -68.60 47.96 522 -35.21 -65.13 54.41 523 -32.61 -73.13 49.21 524 -27.83 -69.67 55.67 525 -43.00 -41.13 70.01 526 -19.42 -43.78 76.46 527 -26.23 -48.72 71.27 528 -23.63 -56.72 66.07 529 -14.22 -59.78 66.07 530 -21.03 -64.72 60.87 531 -10.02 -46.83 76.46 532 -0.61 -49.89 76.46 533 -7.42 -54.83 71.27 534 8.79 -52.94 76.46 535 35.63 -32.00 76.46 536 38.23 -40.00 71.27 537 46.64 -40.00 66.07 538 52.46 -32.00 66.07 539 55.06 -40.00 60.87 540 57.65 -48.00 55.67 541 41.44 -24.00 76.46 542 47.26 -16.00 76.46 543 49.86 -24.00 71.27 544 53.07 -8.00 76.46 545 41.44 24.00 76.46 546 49.86 24.00 71.27 547 52.46 32.00 66.07 548 46.64 40.00 66.07

    X Y Z Node Coord Coord Coord

    549 55.06 40.00 60.87 550 63.47 40.00 55.67 551 35.63 32.00 76.46 552 29.82 40.00 76.46 553 38.23 40.00 71.27 554 24.01 48.00 76.46 555 -10.02 46.83 76.46 556 -7.42 54.83 71.27 557 -14.22 59.78 66.07 558 -23.63 56.72 66.07 559 -21.03 64.72 60.87 560 -18.43 72.72 55.67 561 -19.42 43.78 76.46 562 -28.83 40.72 76.46 563 -26.23 48.72 71.27 564 -38.23 37.67 76.46 565 -70.79 21.77 53.16 566 -68.76 30.18 51.90 567 -63.99 26.71 58.36 568 -66.02 18.30 59.61 569 -61.95 35.12 57.10 570 -59.92 43.54 55.84 571 -66.73 38.59 50.64 572 -64.69 47.00 49.39 573 -72.82 13.36 54.41 574 -77.60 16.82 47.96 575 -79.63 8.41 49.21 576 12.44 -64.17 63.55 577 14.26 -69.78 57.10 578 5.63 -69.11 58.36 579 3.81 -63.50 64.81 580 7.45 -74.72 51.90 581 9.28 -80.33 45.45 582 16.08 -75.39 50.64 583 17.91 -81.00 44.19 584 24.71 -76.05 49.39 585 22.89 -70.44 55.84 586 10.61 -58.55 70.01 587 44.48 -59.22 53.16 588 37.89 -64.83 51.90 589 36.07 -59.22 58.36 590 42.65 -53.61 59.61 591 29.48 -64.83 57.10 592 31.30 -70.44 50.64 593 51.07 -53.61 54.41 594 52.89 -59.22 47.96 595 59.48 -53.61 49.21 596 64.87 -8.00 63.55 597 70.77 -8.00 57.10 598 67.47 -16.00 58.36 599 61.57 -16.00 64.81 600 73.37 -16.00 51.90 601 79.27 -16.00 45.45 602 76.67 -8.00 50.64 603 82.57 -8.00 44.19 604 79.97 0.00 49.39 605 74.07 0.00 55.84 606 58.97 -8.00 70.01 607 70.07 24.00 53.16 608 73.37 16.00 51.90 609 67.47 16.00 58.36 610 64.17 24.00 59.61 611 70.77 8.00 57.10 612 76.67 8.00 50.64 613 66.77 32.00 54.41 614 72.67 32.00 47.96 615 69.37 40.00 49.21 616 27.65 59.22 63.55 617 29.48 64.83 57.10 618 36.07 59.22 58.36 619 34.24 53.61 64.81 620 37.89 64.83 51.90 621 39.71 70.44 45.45 622 31.30 70.44 50.64 623 33.12 76.05 44.19 624 24.71 76.05 49.39 625 22.89 70.44 55.84 626 25.83 53.61 70.01 627 -1.17 74.05 53.16 628 7.45 74.72 51.90 629 5.63 69.11 58.36 630 -3.00 68.44 59.61 631 14.26 69.78 57.10 632 16.08 75.39 50.64 633 -9.80 73.39 54.41 634 -7.98 79.00 47.96 635 -16.61 78.33 49.21 636 -47.78 44.60 63.55 637 -52.55 48.07 57.10 638 -45.18 52.60 58.36 639 -40.41 49.13 64.81 640 -49.95 56.07 51.90 641 -54.72 59.54 45.45 642 -57.32 51.54 50.64 643 -62.09 55.00 44.19 644 -43.00 41.13 70.01 645 32.08 -82.72 21.47 646 37.06 -82.05 14.31 647 27.65 -85.11 14.31 648 22.67 -85.78 21.47 649 32.64 -84.44 7.16 650 42.04 -81.39 7.16 651 47.02 -80.72 0.00 652 51.45 -78.33 7.16 653 46.46 -79.00 14.31 654 17.69 -86.44 28.62 655 27.09 -83.39 28.62 656 22.11 -84.05 35.78 657 54.58 -61.36 40.17 658 52.57 -67.54 29.66 659 61.25 -62.83 25.24 660 43.89 -72.25 34.08 661 50.56 -73.72 19.14 662 48.95 -78.66 10.73 663 58.03 -72.72 8.41 664 56.18 -56.42 48.59 665 72.87 -46.83 25.24

    Page 19 of 30

  • SPACE GASS 10.72a - ENGINEERING REVIEW INTERNATIONALJob: C:\Users\staples\Documents\ERi\39-World Shelt...\5 Computer Models\UD200-01Designer: Date: 30 Oct 2009, 4:03 PM Page: 4

    X Y Z Node Coord Coord Coord

    666 67.06 -54.83 25.24 667 65.45 -59.78 16.82 668 69.66 -56.72 8.41 669 63.85 -64.72 8.41 670 62.24 -69.67 0.00 671 77.08 -43.78 16.82 672 81.28 -40.72 8.41 673 75.47 -48.72 8.41 674 73.86 -53.67 0.00 675 85.49 -37.67 0.00 676 76.87 -28.94 39.55 677 80.17 -20.94 38.29 678 81.08 -25.89 31.13 679 77.78 -33.89 32.39 680 84.38 -17.89 29.88 681 87.68 -9.89 28.62 682 83.47 -12.94 37.03 683 86.77 -4.94 35.78 684 73.57 -36.94 40.80 685 88.58 4.94 21.47 686 89.49 9.89 14.31 687 89.49 0.00 14.31 688 88.58 -4.94 21.47 689 90.40 4.94 7.16 690 90.40 14.83 7.16 691 91.30 19.78 0.00 692 90.40 24.72 7.16 693 89.49 19.78 14.31 694 87.68 0.00 28.62 695 75.22 32.94 40.17 696 80.48 29.12 29.66 697 78.68 38.83 25.24 698 82.27 19.42 34.08 699 85.74 25.30 19.14 700 89.94 22.25 10.73 701 87.10 32.72 8.41 702 71.02 36.00 48.59 703 67.06 54.83 25.24 704 72.87 46.83 25.24 705 77.08 43.78 16.82 706 75.47 48.72 8.41 707 81.28 40.72 8.41 708 85.49 37.67 0.00 709 65.45 59.78 16.82 710 63.85 64.72 8.41 711 69.66 56.72 8.41 712 73.86 53.67 0.00 713 62.24 69.67 0.00 714 51.28 64.17 39.55 715 44.69 69.78 38.29 716 49.68 69.11 31.13 717 56.26 63.50 32.39 718 43.09 74.72 29.88 719 36.50 80.33 28.62 720 38.10 75.39 37.03 721 31.52 81.00 35.78 722 57.87 58.55 40.80 723 22.67 85.78 21.47 724 18.25 88.17 14.31 725 27.65 85.11 14.31 726 32.08 82.72 21.47 727 23.23 87.50 7.16 728 13.83 90.55 7.16 729 9.40 92.94 0.00 730 4.42 93.61 7.16 731 8.84 91.22 14.31 732 27.09 83.39 28.62 733 -8.09 81.72 40.17 734 -2.83 85.54 29.66 735 -12.62 86.83 25.24 736 6.96 84.25 34.08 737 2.43 89.36 19.14 738 6.63 92.42 10.73 739 -4.21 92.94 8.41 740 -12.29 78.66 48.59 741 -31.43 80.72 25.24 742 -22.02 83.78 25.24 743 -17.82 86.83 16.82 744 -23.01 86.83 8.41 745 -13.61 89.89 8.41 746 -9.40 92.94 0.00 747 -36.63 80.72 16.82 748 -41.82 80.72 8.41 749 -32.42 83.78 8.41 750 -28.21 86.83 0.00 751 -47.02 80.72 0.00 752 -45.18 68.60 39.55 753 -52.55 64.07 38.29 754 -50.38 68.60 31.13 755 -43.00 73.13 32.39 756 -57.75 64.07 29.88 757 -65.12 59.54 28.62 758 -59.92 59.54 37.03 759 -67.29 55.00 35.78 760 -37.81 73.13 40.80 761 -74.57 48.07 21.47 762 -78.21 44.60 14.31 763 -72.40 52.60 14.31 764 -68.76 56.07 21.47 765 -76.04 49.13 7.16 766 -81.85 41.13 7.16 767 -85.49 37.67 0.00 768 -87.66 33.13 7.16 769 -84.02 36.60 14.31 770 -70.93 51.54 28.62 771 -80.22 17.56 40.17 772 -82.23 23.74 29.66 773 -86.48 14.83 25.24 774 -77.97 32.65 34.08 775 -84.24 29.92 19.14 776 -85.84 34.87 10.73 777 -89.69 24.72 8.41 778 -78.61 12.62 48.59 779 -86.48 -4.94 25.24 780 -86.48 4.94 25.24 781 -88.09 9.89 16.82 782 -89.69 4.94 8.41

    X Y Z Node Coord Coord Coord

    783 -89.69 14.83 8.41 784 -91.30 19.78 0.00 785 -88.09 -9.89 16.82 786 -89.69 -14.83 8.41 787 -89.69 -4.94 8.41 788 -91.30 0.00 0.00 789 -89.69 -24.72 8.41 790 -91.30 -19.78 0.00 791 -78.78 -35.12 29.88 792 -82.42 -31.66 22.72 793 -80.81 -26.71 31.13 794 -77.17 -30.18 38.29 795 -84.45 -23.24 23.98 796 -86.06 -28.19 15.57 797 -87.66 -33.13 7.16 798 -84.02 -36.60 14.31 799 -75.14 -38.59 37.03 800 -70.23 -57.13 7.16 801 -76.04 -49.13 7.16 802 -72.40 -52.60 14.31 803 -66.59 -60.60 14.31 804 -78.21 -44.60 14.31 805 -81.85 -41.13 7.16 806 -85.49 -37.67 0.00 807 -60.77 -68.60 14.31 808 -64.41 -65.13 7.16 809 -58.60 -73.13 7.16 810 -62.24 -69.67 0.00 811 -55.15 -64.07 34.08 812 -47.99 -70.87 29.66 813 -41.49 -70.87 40.17 814 -40.83 -77.67 25.24 815 -30.43 -77.67 42.06 816 -36.29 -70.87 48.59 817 -57.75 -64.07 29.88 818 -59.92 -59.54 37.03 819 -52.55 -64.07 38.29 820 -36.63 -80.72 16.82 821 -32.42 -83.78 8.41 822 -28.21 -86.83 0.00 823 -23.01 -86.83 8.41 824 -17.82 -86.83 16.82 825 -13.61 -89.89 8.41 826 -9.40 -92.94 0.00 827 -4.21 -92.94 8.41 828 -31.43 -80.72 25.24 829 -26.23 -80.72 33.65 830 -22.02 -83.78 25.24 831 9.06 -85.78 29.88 832 4.64 -88.17 22.72 833 0.43 -85.11 31.13 834 4.86 -82.72 38.29 835 -3.99 -87.50 23.98 836 0.22 -90.55 15.57 837 13.48 -83.39 37.03 838 -28.21 -86.83 -46.00 839 -28.21 -86.83 -34.50 840 -18.81 -89.89 -34.50 841 -28.21 -86.83 -23.00 842 -9.40 -92.94 -46.00 843 -9.40 -92.94 -34.50 844 -9.40 -92.94 -23.00 845 -47.02 -80.72 -11.50 846 -56.43 -77.67 -11.50 847 -37.62 -83.78 -11.50 848 -28.21 -86.83 -11.50 849 -18.81 -89.89 -11.50 850 -9.40 -92.94 -11.50 851 0.00 -96.00 -11.50 852 28.21 -86.83 -46.00 853 28.21 -86.83 -34.50 854 37.62 -83.78 -34.50 855 28.21 -86.83 -23.00 856 47.02 -80.72 -46.00 857 47.02 -80.72 -34.50 858 47.02 -80.72 -23.00 859 9.40 -92.94 -11.50 860 18.81 -89.89 -11.50 861 28.21 -86.83 -11.50 862 37.62 -83.78 -11.50 863 47.02 -80.72 -11.50 864 56.43 -77.67 -11.50 865 73.86 -53.67 -46.00 866 73.86 -53.67 -34.50 867 79.68 -45.67 -34.50 868 73.86 -53.67 -23.00 869 85.49 -37.67 -46.00 870 85.49 -37.67 -34.50 871 85.49 -37.67 -23.00 872 62.24 -69.67 -11.50 873 68.05 -61.67 -11.50 874 73.86 -53.67 -11.50 875 79.68 -45.67 -11.50 876 85.49 -37.67 -11.50 877 91.30 -29.67 -11.50 878 91.30 0.00 -46.00 879 91.30 0.00 -34.50 880 91.30 9.89 -34.50 881 91.30 0.00 -23.00 882 91.30 19.78 -46.00 883 91.30 19.78 -34.50 884 91.30 19.78 -23.00 885 91.30 -19.78 -11.50 886 91.30 -9.89 -11.50 887 91.30 0.00 -11.50 888 91.30 9.89 -11.50 889 91.30 19.78 -11.50 890 91.30 29.67 -11.50 891 73.86 53.67 -46.00 892 73.86 53.67 -34.50 893 68.05 61.67 -34.50 894 73.86 53.67 -23.00 895 62.24 69.67 -46.00 896 62.24 69.67 -34.50 897 62.24 69.67 -23.00 898 85.49 37.67 -11.50 899 79.68 45.67 -11.50

    Page 20 of 30

  • SPACE GASS 10.72a - ENGINEERING REVIEW INTERNATIONALJob: C:\Users\staples\Documents\ERi\39-World Shelt...\5 Computer Models\UD200-01Designer: Date: 30 Oct 2009, 4:03 PM Page: 5

    X Y Z Node Coord Coord Coord

    900 73.86 53.67 -11.50 901 68.05 61.67 -11.50 902 62.24 69.67 -11.50 903 56.43 77.67 -11.50 904 28.21 86.83 -46.00 905 28.21 86.83 -34.50 906 18.81 89.89 -34.50 907 28.21 86.83 -23.00 908 9.40 92.94 -46.00 909 9.40 92.94 -34.50 910 9.40 92.94 -23.00 911 47.02 80.72 -11.50 912 37.62 83.78 -11.50 913 28.21 86.83 -11.50 914 18.81 89.89 -11.50 915 9.40 92.94 -11.50 916 0.00 96.00 -11.50 917 -28.21 86.83 -46.00 918 -28.21 86.83 -34.50 919 -37.62 83.78 -34.50 920 -28.21 86.83 -23.00 921 -47.02 80.72 -46.00 922 -47.02 80.72 -34.50 923 -47.02 80.72 -23.00 924 -9.40 92.94 -11.50 925 -18.81 89.89 -11.50 926 -28.21 86.83 -11.50 927 -37.62 83.78 -11.50 928 -47.02 80.72 -11.50 929 -56.43 77.67 -11.50 930 -73.86 53.67 -46.00 931 -73.86 53.67 -34.50 932 -79.68 45.67 -34.50 933 -73.86 53.67 -23.00 934 -85.49 37.67 -46.00 935 -85.49 37.67 -34.50 936 -85.49 37.67 -23.00 937 -62.24 69.67 -11.50 938 -68.05 61.67 -11.50 939 -73.86 53.67 -11.50 940 -79.68 45.67 -11.50 941 -85.49 37.67 -11.50 942 -91.30 29.67 -11.50 943 -91.30 0.00 -46.00 944 -91.30 0.00 -34.50 945 -91.30 -9.89 -34.50 946 -91.30 0.00 -23.00 947 -91.30 -19.78 -46.00 948 -91.30 -19.78 -34.50 949 -91.30 -19.78 -23.00 950 -91.30 19.78 -11.50 951 -91.30 9.89 -11.50 952 -91.30 0.00 -11.50 953 -91.30 -9.89 -11.50 954 -91.30 -19.78 -11.50 955 -91.30 -29.67 -11.50 956 -73.86 -53.67 -46.00 957 -73.86 -53.67 -34.50 958 -68.05 -61.67 -34.50 959 -73.86 -53.67 -23.00 960 -62.24 -69.67 -46.00 961 -62.24 -69.67 -34.50 962 -62.24 -69.67 -23.00 963 -85.49 -37.67 -11.50 964 -79.68 -45.67 -11.50 965 -73.86 -53.67 -11.50 966 -68.05 -61.67 -11.50 967 -62.24 -69.67 -11.50 1000 -91.30 -29.67 -46.00 1001 -91.30 29.67 -46.00 1002 -91.30 9.89 -46.00 1003 -91.30 -9.89 -46.00 1004 -79.68 45.67 -46.00 1005 -79.68 -45.67 -46.00 1006 -68.05 61.67 -46.00 1007 -68.05 -61.67 -46.00 1008 -56.43 -77.67 -46.00 1009 -56.43 77.67 -46.00 1010 -37.62 -83.78 -46.00 1011 -37.62 83.78 -46.00 1012 -18.81 -89.89 -46.00 1013 -18.81 89.89 -46.00 1014 0.00 -96.00 -46.00 1015 0.00 96.00 -46.00 1016 18.81 -89.89 -46.00 1017 18.81 89.89 -46.00 1018 37.62 -83.78 -46.00 1019 37.62 83.78 -46.00 1020 56.43 -77.67 -46.00 1021 56.43 77.67 -46.00 1022 68.05 -61.67 -46.00 1023 68.05 61.67 -46.00 1024 79.68 -45.67 -46.00 1025 79.68 45.67 -46.00 1026 91.30 -29.67 -46.00 1027 91.30 29.67 -46.00 1028 91.30 -9.89 -46.00 1029 91.30 9.89 -46.00

    MEMBER DATA (deg,lbin/rad,in)----------- (F=Fixed, R=Released) (*=Cable length)

    Dir Dir Dir Memb Node A Node B Memb Angle Node Axis Type Node A Node B Sec Mat Fixity Fixity Length

    1 227 Norm 1 255 1 1 FFFFRR FFFFFF 9.889 2 227 Norm 3 554 1 1 FFFFRR FFFFFF 9.889 3 227 Norm 4 469 1 1 FFFFRR FFFFFF 8.745 4 227 Norm 38 10 1 1 FFFFFF FFFFRR 13.117 5 227 Norm 3 258 1 1 FFFFRR FFFFFF 9.889 6 227 Norm 7 564 1 1 FFFFRR FFFFFF 9.889 7 227 Norm 4 460 1 1 FFFFRR FFFFFF 8.745 8 227 Norm 44 7 1 1 FFFFFF FFFFRR 13.117 9 227 Norm 7 233 1 1 FFFFRR FFFFFF 9.889 10 227 Norm 10 236 1 1 FFFFRR FFFFFF 9.889 11 227 Norm 122 3 1 1 FFFFFF FFFFRR 13.117

    Dir Dir Dir Memb Node A Node B Memb Angle Node Axis Type Node A Node B Sec Mat Fixity Fixity Length

    12 227 Norm 4 459 1 1 FFFFRR FFFFFF 8.745 13 227 Norm 158 1 1 1 FFFFFF FFFFRR 13.117 14 227 Norm 230 13 1 1 FFFFFF FFFFRR 13.117 15 227 Norm 13 534 1 1 FFFFRR FFFFFF 9.889 16 227 Norm 233 47 1 1 FFFFFF FFFFFF 9.889 17 227 Norm 4 487 1 1 FFFFRR FFFFFF 8.745 18 227 Norm 4 478 1 1 FFFFRR FFFFFF 8.745 19 227 Norm 242 11 1 1 FFFFFF FFFFRR 8.745 20 227 Norm 13 252 1 1 FFFFRR FFFFFF 9.889 21 227 Norm 1 544 1 1 FFFFRR FFFFFF 9.889 22 227 Norm 245 242 1 1 FFFFFF FFFFFF 8.745 23 227 Norm 17 713 1 1 FFFFRR FFFFFF 9.889 24 227 Norm 17 342 1 1 FFFFRR FFFFFF 9.889 25 227 Norm 249 59 1 1 FFFFFF FFFFFF 9.889 26 227 Norm 5 623 1 1 FFFFRR FFFFFF 8.745 27 227 Norm 2 615 1 1 FFFFRR FFFFFF 8.745 28 227 Norm 19 751 1 1 FFFFRR FFFFFF 9.889 29 227 Norm 19 362 1 1 FFFFRR FFFFFF 9.889 30 227 Norm 252 66 1 1 FFFFFF FFFFFF 9.889 31 227 Norm 8 643 1 1 FFFFRR FFFFFF 8.745 32 227 Norm 6 635 1 1 FFFFRR FFFFFF 8.745 33 227 Norm 21 790 1 1 FFFFRR FFFFFF 9.889 34 227 Norm 21 789 1 1 FFFFRR FFFFFF 9.889 35 227 Norm 255 73 1 1 FFFFFF FFFFFF 9.889 36 227 Norm 11 515 1 1 FFFFRR FFFFFF 8.745 37 227 Norm 9 575 1 1 FFFFRR FFFFFF 8.745 38 227 Norm 23 826 1 1 FFFFRR FFFFFF 9.889 39 227 Norm 23 827 1 1 FFFFRR FFFFFF 9.889 40 227 Norm 258 80 1 1 FFFFFF FFFFFF 9.889 41 227 Norm 14 583 1 1 FFFFRR FFFFFF 8.745 42 227 Norm 12 523 1 1 FFFFRR FFFFFF 8.745 43 227 Norm 25 675 1 1 FFFFRR FFFFFF 9.889 44 227 Norm 25 322 1 1 FFFFRR FFFFFF 9.889 45 227 Norm 266 12 1 1 FFFFFF FFFFFF 8.745 46 227 Norm 16 603 1 1 FFFFRR FFFFFF 8.745 47 227 Norm 15 595 1 1 FFFFRR FFFFFF 8.745 48 227 Norm 5 351 1 1 FFFFRR FFFFFF 8.745 49 227 Norm 269 266 1 1 FFFFFF FFFFFF 8.745 50 227 Norm 277 15 1 1 FFFFFF FFFFRR 8.745 51 227 Norm 8 371 1 1 FFFFRR FFFFFF 8.745 52 227 Norm 280 277 1 1 FFFFFF FFFFFF 8.745 53 227 Norm 288 2 1 1 FFFFFF FFFFRR 8.745 54 227 Norm 11 387 1 1 FFFFRR FFFFFF 8.745 55 227 Norm 291 288 1 1 FFFFFF FFFFFF 8.745 56 227 Norm 226 157 1 1 FFFFFF FFFFFF 9.889 57 227 Norm 14 311 1 1 FFFFRR FFFFFF 8.745 58 227 Norm 299 6 1 1 FFFFFF FFFFRR 8.745 59 227 Norm 302 299 1 1 FFFFFF FFFFFF 8.745 60 227 Norm 16 331 1 1 FFFFRR FFFFFF 8.745 61 227 Norm 311 314 1 1 FFFFFF FFFFFF 8.745 62 227 Norm 312 14 1 1 FFFFFF FFFFRR 8.745 63 227 Norm 23 851 3 1 FFFFFF FFFFFF 11.500 64 227 Norm 26 864 3 1 FFFFRR FFFFFF 11.500 65 227 Norm 25 877 3 1 FFFFRR FFFFFF 11.500 66 227 Norm 18 890 3 1 FFFFFF FFFFFF 11.500 67 227 Norm 24 846 3 1 FFFFFF FFFFFF 11.500 68 227 Norm 21 955 3 1 FFFFFF FFFFFF 11.500 69 227 Norm 17 903 3 1 FFFFRR FFFFFF 11.500 70 227 Norm 20 916 3 1 FFFFRR FFFFFF 11.500 71 227 Norm 19 929 3 1 FFFFRR FFFFFF 11.500 72 227 Norm 22 942 3 1 FFFFFF FFFFFF 11.500 73 227 Norm 1026 417 3 1 FFFFRR FFFFFF 9.889 74 227 Norm 1027 422 3 1 FFFFRR FFFFFF 9.889 75 227 Norm 1021 427 3 1 FFFFRR FFFFFF 9.889 76 227 Norm 1015 432 3 1 FFFFRR FFFFFF 9.889 77 227 Norm 1009 437 3 1 FFFFRR FFFFFF 9.889 78 227 Norm 1001 442 3 1 FFFFRR FFFFFF 9.889 79 227 Norm 1000 447 3 1 FFFFRR FFFFFF 9.889 80 227 Norm 1008 402 3 1 FFFFRR FFFFFF 9.889 81 227 Norm 1014 407 3 1 FFFFRR FFFFFF 9.889 82 227 Norm 1020 412 3 1 FFFFRR FFFFFF 9.889 83 227 Norm 314 109 1 1 FFFFFF FFFFFF 8.745 84 227 Norm 316 312 1 1 FFFFFF FFFFFF 8.745 85 227 Norm 319 15 1 1 FFFFFF FFFFRR 9.889 86 227 Norm 331 334 1 1 FFFFFF FFFFFF 8.745 87 227 Norm 332 16 1 1 FFFFFF FFFFRR 8.745 88 227 Norm 37 38 1 1 FFFFFF FFFFFF 13.117 89 227 Norm 334 121 1 1 FFFFFF FFFFFF 8.745 90 227 Norm 39 44 1 1 FFFFFF FFFFFF 13.117 91 227 Norm 336 332 1 1 FFFFFF FFFFFF 8.745 92 227 Norm 41 122 1 1 FFFFFF FFFFFF 13.117 93 227 Norm 339 2 1 1 FFFFFF FFFFRR 9.889 94 227 Norm 43 158 1 1 FFFFFF FFFFFF 13.117 95 227 Norm 351 354 1 1 FFFFFF FFFFFF 8.745 96 227 Norm 45 230 1 1 FFFFFF FFFFFF 13.117 97 227 Norm 352 5 1 1 FFFFFF FFFFRR 8.745 98 227 Norm 354 133 1 1 FFFFFF FFFFFF 8.745 99 227 Norm 50 502 1 1 FFFFFF FFFFFF 9.889 100 227 Norm 51 503 1 1 FFFFFF FFFFFF 9.889 101 227 Norm 356 352 1 1 FFFFFF FFFFFF 8.745 102 227 Norm 359 6 1 1 FFFFFF FFFFRR 9.889 103 227 Norm 56 384 1 1 FFFFFF FFFFFF 8.745 104 227 Norm 57 245 1 1 FFFFFF FFFFFF 8.745 105 227 Norm 371 374 1 1 FFFFFF FFFFFF 8.745 106 227 Norm 372 8 1 1 FFFFFF FFFFRR 8.745 107 227 Norm 63 267 1 1 FFFFFF FFFFFF 9.889 108 227 Norm 374 145 1 1 FFFFFF FFFFFF 8.745 109 227 Norm 376 372 1 1 FFFFFF FFFFFF 8.745 110 227 Norm 69 540 1 1 FFFFFF FFFFFF 9.889 111 227 Norm 70 278 1 1 FFFFFF FFFFFF 9.889 112 227 Norm 379 9 1 1 FFFFFF FFFFRR 9.889 113 227 Norm 381 9 1 1 FFFFFF FFFFRR 8.745 114 227 Norm 76 550 1 1 FFFFFF FFFFFF 9.889 115 227 Norm 77 289 1 1 FFFFFF FFFFFF 9.889 116 227 Norm 384 381 1 1 FFFFFF FFFFFF 8.745 117 227 Norm 387 391 1 1 FFFFFF FFFFFF 8.745 118 227 Norm 83 560 1 1 FFFFFF FFFFFF 9.889 119 227 Norm 84 300 1 1 FFFFFF FFFFFF 9.889 120 227 Norm 391 156 1 1 FFFFFF FFFFFF 8.745 121 227 Norm 394 24 1 1 FFFFFF FFFFRR 13.117 122 227 Norm 89 376 1 1 FFFFFF FFFFFF 8.745 123 227 Norm 90 269 1 1 FFFFFF FFFFFF 8.745 124 227 Norm 396 24 1 1 FFFFFF FFFFRR 9.889 125 227 Norm 402 1010 3 1 FFFFFF FFFFFF 9.889 126 227 Norm 94 316 1 1 FFFFFF FFFFFF 8.745 127 227 Norm 95 280 1 1 FFFFFF FFFFFF 8.745 128 227 Norm 404 1008 3 1 FFFFFF FFFFFF 11.500

    Page 21 of 30

  • SPACE GASS 10.72a - ENGINEERING REVIEW INTERNATIONALJob: C:\Users\staples\Documents\ERi\39-World Shelt...\5 Computer Models\UD200-01Designer: Date: 30 Oct 2009, 4:03 PM Page: 6

    Dir Dir Dir Memb Node A Node B Memb Angle Node Axis Type Node A Node B Sec Mat Fixity Fixity Length

    129 227 Norm 99 336 1 1 FFFFFF FFFFFF 8.745 130 227 Norm 100 291 1 1 FFFFFF FFFFFF 8.745 131 227 Norm 407 1016 3 1 FFFFFF FFFFFF 9.889 132 227 Norm 104 356 1 1 FFFFFF FFFFFF 8.745 133 227 Norm 105 302 1 1 FFFFFF FFFFFF 8.745 134 227 Norm 409 1014 3 1 FFFFFF FFFFFF 11.500 135 227 Norm 412 1022 3 1 FFFFFF FFFFFF 9.889 136 227 Norm 109 653 1 1 FFFFFF FFFFFF 8.745 137 227 Norm 414 1020 3 1 FFFFFF FFFFFF 11.500 138 227 Norm 112 319 1 1 FFFFFF FFFFFF 9.889 139 227 Norm 115 670 1 1 FFFFFF FFFFFF 9.889 140 227 Norm 417 1028 3 1 FFFFFF FFFFFF 9.889 141 227 Norm 117 674 1 1 FFFFFF FFFFFF 9.889 142 227 Norm 419 1026 3 1 FFFFFF FFFFFF 11.500 143 227 Norm 422 1025 3 1 FFFFFF FFFFFF 9.889 144 227 Norm 121 693 1 1 FFFFFF FFFFFF 8.745 145 227 Norm 424 1027 3 1 FFFFFF FFFFFF 11.500 146 227 Norm 124 339 1 1 FFFFFF FFFFFF 9.889 147 227 Norm 127 708 1 1 FFFFFF FFFFFF 9.889 148 227 Norm 427 1019 3 1 FFFFFF FFFFFF 9.889 149 227 Norm 129 712 1 1 FFFFFF FFFFFF 9.889 150 227 Norm 429 1021 3 1 FFFFFF FFFFFF 11.500 151 227 Norm 432 1013 3 1 FFFFFF FFFFFF 9.889 152 227 Norm 133 731 1 1 FFFFFF FFFFFF 8.745 153 227 Norm 434 1015 3 1 FFFFFF FFFFFF 11.500 154 227 Norm 136 359 1 1 FFFFFF FFFFFF 9.889 155 227 Norm 139 746 1 1 FFFFFF FFFFFF 9.889 156 227 Norm 437 1006 3 1 FFFFFF FFFFFF 9.889 157 227 Norm 141 750 1 1 FFFFFF FFFFFF 9.889 158 227 Norm 439 1009 3 1 FFFFFF FFFFFF 11.500 159 227 Norm 442 1002 3 1 FFFFFF FFFFFF 9.889 160 227 Norm 145 769 1 1 FFFFFF FFFFFF 8.745 161 227 Norm 444 1001 3 1 FFFFFF FFFFFF 11.500 162 227 Norm 148 379 1 1 FFFFFF FFFFFF 9.889 163 227 Norm 151 784 1 1 FFFFFF FFFFFF 9.889 164 227 Norm 447 1005 3 1 FFFFFF FFFFFF 9.889 165 227 Norm 153 788 1 1 FFFFFF FFFFFF 9.889 166 227 Norm 449 1000 3 1 FFFFFF FFFFFF 11.500 167 227 Norm 156 394 1 1 FFFFFF FFFFFF 13.117 168 227 Norm 225 806 1 1 FFFFFF FFFFFF 9.889 169 227 Norm 456 37 1 1 FFFFFF FFFFFF 8.745 170 227 Norm 159 396 1 1 FFFFFF FFFFFF 9.889 171 227 Norm 162 822 1 1 FFFFFF FFFFFF 9.889 172 227 Norm 459 456 1 1 FFFFFF FFFFFF 8.745 173 227 Norm 165 398 1 1 FFFFFF FFFFFF 9.889 174 227 Norm 1010 838 3 1 FFFFFF FFFFFF 9.889 175 227 Norm 169 404 3 1 FFFFFF FFFFFF 11.500 176 227 Norm 1012 842 3 1 FFFFFF FFFFFF 9.889 177 227 Norm 172 409 3 1 FFFFFF FFFFFF 11.500 178 227 Norm 1016 852 3 1 FFFFFF FFFFFF 9.889 179 227 Norm 1018 856 3 1 FFFFFF FFFFFF 9.889 180 227 Norm 177 414 3 1 FFFFFF FFFFFF 11.500 181 227 Norm 1022 865 3 1 FFFFFF FFFFFF 9.889 182 227 Norm 1024 869 3 1 FFFFFF FFFFFF 9.889 183 227 Norm 184 419 3 1 FFFFFF FFFFFF 11.500 184 227 Norm 1028 878 3 1 FFFFFF FFFFFF 9.889 185 227 Norm 1029 882 3 1 FFFFFF FFFFFF 9.889 186 227 Norm 189 424 3 1 FFFFFF FFFFFF 11.500 187 227 Norm 1025 891 3 1 FFFFFF FFFFFF 9.889 188 227 Norm 1023 895 3 1 FFFFFF FFFFFF 9.889 189 227 Norm 196 429 3 1 FFFFFF FFFFFF 11.500 190 227 Norm 1019 904 3 1 FFFFFF FFFFFF 9.889 191 227 Norm 1017 908 3 1 FFFFFF FFFFFF 9.889 192 227 Norm 201 434 3 1 FFFFFF FFFFFF 11.500 193 227 Norm 1013 917 3 1 FFFFFF FFFFFF 9.889 194 227 Norm 1011 921 3 1 FFFFFF FFFFFF 9.889 195 227 Norm 208 439 3 1 FFFFFF FFFFFF 11.500 196 227 Norm 1006 930 3 1 FFFFFF FFFFFF 9.889 197 227 Norm 1004 934 3 1 FFFFFF FFFFFF 9.889 198 227 Norm 213 444 3 1 FFFFFF FFFFFF 11.500 199 227 Norm 1002 943 3 1 FFFFFF FFFFFF 9.889 200 227 Norm 1003 947 3 1 FFFFFF FFFFFF 9.889 201 227 Norm 220 449 3 1 FFFFFF FFFFFF 11.500 202 227 Norm 1005 956 3 1 FFFFFF FFFFFF 9.889 203 227 Norm 1007 960 3 1 FFFFFF FFFFFF 9.889 204 227 Norm 225 157 1 1 FFFFFF FFFFFF 9.889 205 227 Norm 226 810 1 1 FFFFFF FFFFFF 9.889 206 227 Norm 165 166 1 1 FFFFFF FFFFFF 9.889 207 227 Norm 166 163 1 1 FFFFFF FFFFFF 9.889 208 227 Norm 460 462 1 1 FFFFFF FFFFFF 8.745 209 227 Norm 462 39 1 1 FFFFFF FFFFFF 8.745 210 227 Norm 469 471 1 1 FFFFFF FFFFFF 8.745 211 227 Norm 471 41 1 1 FFFFFF FFFFFF 8.745 212 227 Norm 148 154 1 1 FFFFFF FFFFFF 9.889 213 227 Norm 154 152 1 1 FFFFFF FFFFFF 9.889 214 227 Norm 478 480 1 1 FFFFFF FFFFFF 8.745 215 227 Norm 480 43 1 1 FFFFFF FFFFFF 8.745 216 227 Norm 487 489 1 1 FFFFFF FFFFFF 8.745 217 227 Norm 489 45 1 1 FFFFFF FFFFFF 8.745 218 227 Norm 19 367 1 1 FFFFFF FFFFFF 9.889 219 227 Norm 214 144 1 1 FFFFFF FFFFFF 9.889 220 227 Norm 144 215 1 1 FFFFFF FFFFFF 9.889 221 227 Norm 215 767 1 1 FFFFFF FFFFFF 9.889 222 227 Norm 136 143 1 1 FFFFFF FFFFFF 9.889 223 227 Norm 143 140 1 1 FFFFFF FFFFFF 9.889 224 227 Norm 502 9 1 1 FFFFFF FFFFFF 9.889 225 227 Norm 503 9 1 1 FFFFFF FFFFRR 9.889 226 227 Norm 236 53 1 1 FFFFFF FFFFFF 9.889 227 227 Norm 514 56 1 1 FFFFFF FFFFFF 8.745 228 227 Norm 17 347 1 1 FFFFRR FFFFFF 9.889 229 227 Norm 202 132 1 1 FFFFFF FFFFFF 9.889 230 227 Norm 132 203 1 1 FFFFFF FFFFFF 9.889 231 227 Norm 203 729 1 1 FFFFFF FFFFFF 9.889 232 227 Norm 515 514 1 1 FFFFFF FFFFFF 8.745 233 227 Norm 521 57 1 1 FFFFFF FFFFFF 8.745 234 227 Norm 523 521 1 1 FFFFFF FFFFFF 8.745 235 227 Norm 524 12 1 1 FFFFFF FFFFRR 9.889 236 227 Norm 267 12 1 1 FFFFFF FFFFRR 9.889 237 227 Norm 25 327 1 1 FFFFRR FFFFFF 9.889 238 227 Norm 190 120 1 1 FFFFFF FFFFFF 9.889 239 227 Norm 120 191 1 1 FFFFFF FFFFFF 9.889 240 227 Norm 191 691 1 1 FFFFFF FFFFFF 9.889 241 227 Norm 112 119 1 1 FFFFFF FFFFFF 9.889 242 227 Norm 119 116 1 1 FFFFFF FFFFFF 9.889 243 227 Norm 534 65 1 1 FFFFFF FFFFFF 9.889 244 227 Norm 540 15 1 1 FFFFFF FFFFRR 9.889 245 227 Norm 278 15 1 1 FFFFFF FFFFRR 9.889

    Dir Dir Dir Memb Node A Node B Memb Angle Node Axis Type Node A Node B Sec Mat Fixity Fixity Length

    246 227 Norm 544 72 1 1 FFFFFF FFFFFF 9.889 247 227 Norm 23 305 1 1 FFFFRR FFFFFF 9.889 248 227 Norm 178 107 1 1 FFFFFF FFFFFF 9.889 249 227 Norm 107 179 1 1 FFFFFF FFFFFF 9.889 250 227 Norm 179 651 1 1 FFFFFF FFFFFF 9.889 251 227 Norm 550 2 1 1 FFFFFF FFFFRR 9.889 252 227 Norm 289 2 1 1 FFFFFF FFFFRR 9.889 253 227 Norm 554 79 1 1 FFFFFF FFFFFF 9.889 254 227 Norm 560 6 1 1 FFFFFF FFFFRR 9.889 255 227 Norm 300 6 1 1 FFFFFF FFFFFF 9.889 256 227 Norm 564 86 1 1 FFFFFF FFFFFF 9.889 257 227 Norm 574 89 1 1 FFFFFF FFFFFF 8.745 258 227 Norm 575 574 1 1 FFFFFF FFFFFF 8.745 259 227 Norm 581 90 1 1 FFFFFF FFFFFF 8.745 260 227 Norm 583 581 1 1 FFFFFF FFFFFF 8.745 261 227 Norm 594 94 1 1 FFFFFF FFFFFF 8.745 262 227 Norm 595 594 1 1 FFFFFF FFFFFF 8.745 263 227 Norm 601 95 1 1 FFFFFF FFFFFF 8.745 264 227 Norm 603 601 1 1 FFFFFF FFFFFF 8.745 265 227 Norm 614 99 1 1 FFFFFF FFFFFF 8.745 266 227 Norm 615 614 1 1 FFFFFF FFFFFF 8.745 267 227 Norm 621 100 1 1 FFFFFF FFFFFF 8.745 268 227 Norm 623 621 1 1 FFFFFF FFFFFF 8.745 269 227 Norm 634 104 1 1 FFFFFF FFFFFF 8.745 270 227 Norm 635 634 1 1 FFFFFF FFFFFF 8.745 271 227 Norm 80 103 1 1 FFFFFF FFFFFF 9.889 272 227 Norm 103 83 1 1 FFFFFF FFFFFF 9.889 273 227 Norm 86 106 1 1 FFFFFF FFFFFF 9.889 274 227 Norm 106 84 1 1 FFFFFF FFFFFF 9.889 275 227 Norm 47 88 1 1 FFFFFF FFFFFF 9.889 276 227 Norm 88 50 1 1 FFFFFF FFFFFF 9.889 277 227 Norm 53 54 1 1 FFFFFF FFFFFF 9.889 278 227 Norm 54 51 1 1 FFFFFF FFFFFF 9.889 279 227 Norm 10 249 1 1 FFFFRR FFFFFF 9.889 280 227 Norm 59 58 1 1 FFFFFF FFFFFF 9.889 281 227 Norm 58 62 1 1 FFFFFF FFFFFF 9.889 282 227 Norm 62 524 1 1 FFFFFF FFFFFF 9.889 283 227 Norm 65 91 1 1 FFFFFF FFFFFF 9.889 284 227 Norm 91 63 1 1 FFFFFF FFFFFF 9.889 285 227 Norm 66 93 1 1 FFFFFF FFFFFF 9.889 286 227 Norm 93 69 1 1 FFFFFF FFFFFF 9.889 287 227 Norm 72 96 1 1 FFFFFF FFFFFF 9.889 288 227 Norm 96 70 1 1 FFFFFF FFFFFF 9.889 289 227 Norm 73 98 1 1 FFFFFF FFFFFF 9.889 290 227 Norm 98 76 1 1 FFFFFF FFFFFF 9.889 291 227 Norm 79 101 1 1 FFFFFF FFFFFF 9.889 292 227 Norm 101 77 1 1 FFFFFF FFFFFF 9.889 293 227 Norm 124 131 1 1 FFFFFF FFFFFF 9.889 294 227 Norm 131 128 1 1 FFFFFF FFFFFF 9.889 295 227 Norm 641 105 1 1 FFFFFF FFFFFF 8.745 296 227 Norm 643 641 1 1 FFFFFF FFFFFF 8.745 297 227 Norm 651 26 1 1 FFFFFF FFFFRR 9.889 298 227 Norm 652 26 1 1 FFFFFF FFFFFF 8.745 299 227 Norm 653 652 1 1 FFFFFF FFFFFF 8.745 300 227 Norm 670 26 1 1 FFFFFF FFFFRR 9.889 301 227 Norm 674 115 1 1 FFFFFF FFFFFF 9.889 302 227 Norm 322 116 1 1 FFFFFF FFFFFF 9.889 303 227 Norm 675 117 1 1 FFFFFF FFFFFF 9.889 304 227 Norm 691 18 1 1 FFFFFF FFFFRR 9.889 305 227 Norm 692 18 1 1 FFFFFF FFFFRR 8.745 306 227 Norm 693 692 1 1 FFFFFF FFFFFF 8.745 307 227 Norm 708 18 1 1 FFFFFF FFFFRR 9.889 308 227 Norm 712 127 1 1 FFFFFF FFFFFF 9.889 309 227 Norm 342 128 1 1 FFFFFF FFFFFF 9.889 310 227 Norm 713 129 1 1 FFFFFF FFFFFF 9.889 311 227 Norm 729 20 1 1 FFFFFF FFFFRR 9.889 312 227 Norm 730 20 1 1 FFFFFF FFFFRR 8.745 313 227 Norm 731 730 1 1 FFFFFF FFFFFF 8.745 314 227 Norm 746 20 1 1 FFFFFF FFFFRR 9.889 315 227 Norm 750 139 1 1 FFFFFF FFFFFF 9.889 316 227 Norm 362 140 1 1 FFFFFF FFFFFF 9.889 317 227 Norm 751 141 1 1 FFFFFF FFFFFF 9.889 318 227 Norm 767 22 1 1 FFFFFF FFFFRR 9.889 319 227 Norm 768 22 1 1 FFFFFF FFFFRR 8.745 320 227 Norm 769 768 1 1 FFFFFF FFFFFF 8.745 321 227 Norm 784 22 1 1 FFFFFF FFFFRR 9.889 322 227 Norm 788 151 1 1 FFFFFF FFFFFF 9.889 323 227 Norm 789 152 1 1 FFFFFF FFFFFF 9.889 324 227 Norm 790 153 1 1 FFFFFF FFFFFF 9.889 325 227 Norm 810 24 1 1 FFFFFF FFFFRR 9.889 326 227 Norm 822 159 1 1 FFFFFF FFFFFF 9.889 327 227 Norm 826 162 1 1 FFFFFF FFFFFF 9.889 328 227 Norm 827 163 1 1 FFFFFF FFFFFF 9.889 329 227 Norm 398 12 1 1 FFFFFF FFFFRR 9.889 330 227 Norm 838 1012 3 1 FFFFFF FFFFFF 9.889 331 227 Norm 842 1014 3 1 FFFFFF FFFFRR 9.889 332 227 Norm 846 169 3 1 FFFFFF FFFFFF 11.500 333 227 Norm 851 172 3 1 FFFFFF FFFFFF 11.500 334 227 Norm 852 1018 3 1 FFFFFF FFFFFF 9.889 335 227 Norm 856 1020 3 1 FFFFFF FFFFRR 9.889 336 227 Norm 305 178 1 1 FFFFFF FFFFFF 9.889 337 227 Norm 864 177 3 1 FFFFFF FFFFFF 11.500 338 227 Norm 865 1024 3 1 FFFFFF FFFFFF 9.889 339 227 Norm 869 1026 3 1 FFFFFF FFFFRR 9.889 340 227 Norm 877 184 3 1 FFFFFF FFFFFF 11.500 341 227 Norm 878 1029 3 1 FFFFFF FFFFFF 9.889 342 227 Norm 882 1027 3 1 FFFFFF FFFFRR 9.889 343 227 Norm 327 190 1 1 FFFFFF FFFFFF 9.889 344 227 Norm 890 189 3 1 FFFFFF FFFFFF 11.500 345 227 Norm 891 1023 3 1 FFFFFF FFFFFF 9.889 346 227 Norm 895 1021 3 1 FFFFFF FFFFRR 9.889 347 227 Norm 903 196 3 1 FFFFFF FFFFFF 11.500 348 227 Norm 904 1017 3 1 FFFFFF FFFFFF 9.889 349 227 Norm 908 1015 3 1 FFFFFF FFFFRR 9.889 350 227 Norm 347 202 1 1 FFFFFF FFFFFF 9.889 351 227 Norm 916 201 3 1 FFFFFF FFFFFF 11.500 352 227 Norm 917 1011 3 1 FFFFFF FFFFFF 9.889 353 227 Norm 921 1009 3 1 FFFFFF FFFFRR 9.889 354 227 Norm 929 208 3 1 FFFFFF FFFFFF 11.500 355 227 Norm 930 1004 3 1 FFFFFF FFFFFF 9.889 356 227 Norm 934 1001 3 1 FFFFFF FFFFRR 9.889 357 227 Norm 367 214 1 1 FFFFFF FFFFFF 9.889 358 227 Norm 942 213 3 1 FFFFFF FFFFFF 11.500 359 227 Norm 943 1003 3 1 FFFFFF FFFFFF 9.889 360 227 Norm 947 1000 3 1 FFFFFF FFFFRR 9.889 361 227 Norm 955 220 3 1 FFFFFF FFFFFF 11.500 362 227 Norm 956 1007 3 1 FFFFFF FFFFFF 9.889

    Page 22 of 30

  • SPACE GASS 10.72a - ENGINEERING REVIEW INTERNATIONALJob: C:\Users\staples\Documents\ERi\39-World Shelt...\5 Computer Models\UD200-01Designer: Date: 30 Oct 2009, 4:03 PM Page: 7

    Dir Dir Dir Memb Node A Node B Memb Angle Node Axis Type Node A Node B Sec Mat Fixity Fixity Length

    363 227 Norm 960 1008 3 1 FFFFFF FFFFRR 9.889 364 227 Norm 806 21 1 1 FFFFFF FFFFRR 9.889

    PLATE DATA (deg,in,in)----------

    Dir Dir DirPlate Angle Node Axis Type Node A Node B Node C Node D Thick Mat Offset

    1 0.00 Mind 10 38 40 0.197 1 0.00 2 0.00 Mind 7 44 46 0.197 1 0.00 3 0.00 Mind 3 122 134 0.197 1 0.00 4 0.00 Mind 1 158 228 0.197 1 0.00 5 0.00 Mind 13 230 231 0.197 1 0.00 6 0.00 Mind 7 233 234 0.197 1 0.00 7 0.00 Mind 10 236 237 0.197 1 0.00 8 0.00 Mind 11 242 243 0.197 1 0.00 9 0.00 Mind 10 249 250 0.197 1 0.00 10 0.00 Mind 13 252 253 0.197 1 0.00 11 0.00 Mind 1 255 256 0.197 1 0.00 12 0.00 Mind 3 258 259 0.197 1 0.00 13 0.00 Mind 7 261 233 0.197 1 0.00 14 0.00 Mind 12 266 267 0.197 1 0.00 15 0.00 Mind 13 272 252 0.197 1 0.00 16 0.00 Mind 15 277 278 0.197 1 0.00 17 0.00 Mind 1 283 255 0.197 1 0.00 18 0.00 Mind 2 288 289 0.197 1 0.00 19 0.00 Mind 3 294 258 0.197 1 0.00 20 0.00 Mind 6 299 300 0.197 1 0.00 21 0.00 Mind 23 305 306 0.197 1 0.00 22 0.00 Mind 14 311 312 0.197 1 0.00 23 0.00 Mind 15 318 319 0.197 1 0.00 24 0.00 Mind 25 321 322 0.197 1 0.00 25 0.00 Mind 25 327 321 0.197 1 0.00 26 0.00 Mind 16 331 332 0.197 1 0.00 27 0.00 Mind 2 338 339 0.197 1 0.00 28 0.00 Mind 17 341 342 0.197 1 0.00 29 0.00 Mind 17 347 341 0.197 1 0.00 30 0.00 Mind 5 351 352 0.197 1 0.00 31 0.00 Mind 6 358 359 0.197 1 0.00 32 0.00 Mind 19 361 362 0.197 1 0.00 33 0.00 Mind 19 367 361 0.197 1 0.00 34 0.00 Mind 8 371 372 0.197 1 0.00 35 0.00 Mind 9 378 379 0.197 1 0.00 36 0.00 Mind 9 379 381 0.197 1 0.00 37 0.00 Mind 11 386 387 0.197 1 0.00 38 0.00 Mind 24 393 394 0.197 1 0.00 39 0.00 Mind 24 396 393 0.197 1 0.00 40 0.00 Mind 12 398 266 0.197 1 0.00 41 0.00 Mind 1008 402 403 404 0.197 1 0.00 42 0.00 Mind 1014 407 408 409 0.197 1 0.00 43 0.00 Mind 1020 412 413 414 0.197 1 0.00 44 0.00 Mind 1026 417 418 419 0.197 1 0.00 45 0.00 Mind 1027 422 423 424 0.197 1 0.00 46 0.00 Mind 1021 427 428 429 0.197 1 0.00 47 0.00 Mind 1015 432 433 434 0.197 1 0.00 48 0.00 Mind 1009 437 438 439 0.197 1 0.00 49 0.00 Mind 1001 442 443 444 0.197 1 0.00 50 0.00 Mind 1000 447 448 449 0.197 1 0.00 51 -180.00 Mind 39 452 453 0.197 1 0.00 52 0.00 Mind 37 456 457 0.197 1 0.00 53 0.00 Mind 48 452 234 0.197 1 0.00 54 -180.00 Mind 41 463 464 0.197 1 0.00 55 0.00 Mind 39 462 467 0.197 1 0.00 56 180.00 Mind 42 40 38 0.197 1 0.00 57 -180.00 Mind 43 472 473 0.197 1 0.00 58 0.00 Mind 41 471 476 0.197 1 0.00 59 0.00 Mind 74 472 256 0.197 1 0.00 60 180.00 Mind 43 485 229 0.197 1 0.00 61 0.00 Mind 43 480 485 0.197 1 0.00 62 0.00 Mind 67 483 253 0.197 1 0.00 63 180.00 Mind 45 494 232 0.197 1 0.00 64 0.00 Mind 45 489 494 0.197 1 0.00 65 0.00 Mind 60 492 250 0.197 1 0.00 66 180.00 Mind 49 497 498 0.197 1 0.00 67 0.00 Mind 47 88 498 0.197 1 0.00 68 -180.00 Mind 51 500 501 0.197 1 0.00 69 0.00 Mind 50 502 501 0.197 1 0.00 70 0.00 Mind 48 497 455 0.197 1 0.00 71 180.00 Mind 53 505 506 0.197 1 0.00 72 0.00 Mind 49 500 506 0.197 1 0.00 73 0.00 Mind 52 505 40 0.197 1 0.00 74 180.00 Mind 56 507 508 0.197 1 0.00 75 0.00 Mind 54 51 511 0.197 1 0.00 76 0.00 Mind 55 510 247 0.197 1 0.00 77 -180.00 Mind 58 516 517 0.197 1 0.00 78 0.00 Mind 57 521 520 0.197 1 0.00 79 0.00 Mind 55 519 240 0.197 1 0.00 80 180.00 Mind 61 526 527 0.197 1 0.00 81 0.00 Mind 59 58 527 0.197 1 0.00 82 -180.00 Mind 63 529 530 0.197 1 0.00 83 0.00 Mind 62 524 530 0.197 1 0.00 84 0.00 Mind 60 526 493 0.197 1 0.00 85 180.00 Mind 65 532 533 0.197 1 0.00 86 0.00 Mind 61 529 533 0.197 1 0.00 87 0.00 Mind 64 532 231 0.197 1 0.00 88 180.00 Mind 68 535 536 0.197 1 0.00 89 0.00 Mind 66 93 536 0.197 1 0.00 90 -180.00 Mind 70 538 539 0.197 1 0.00 91 0.00 Mind 69 540 539 0.197 1 0.00 92 0.00 Mind 67 535 484 0.197 1 0.00 93 180.00 Mind 72 542 543 0.197 1 0.00 94 0.00 Mind 68 538 543